Citas bibligráficas
García, T., Rios, J. (2020). Diseño de concreto usando escoria de acero para el blindaje de las construcciones de ambientes hospitalarios que requieran la atenuación de rayos X en Lima [Tesis, Universidad Peruana de Ciencias Aplicadas (UPC)]. http://hdl.handle.net/10757/653613
García, T., Rios, J. Diseño de concreto usando escoria de acero para el blindaje de las construcciones de ambientes hospitalarios que requieran la atenuación de rayos X en Lima [Tesis]. PE: Universidad Peruana de Ciencias Aplicadas (UPC); 2020. http://hdl.handle.net/10757/653613
@misc{renati/392554,
title = "Diseño de concreto usando escoria de acero para el blindaje de las construcciones de ambientes hospitalarios que requieran la atenuación de rayos X en Lima",
author = "Rios Muñante, Joseph Ricardo",
publisher = "Universidad Peruana de Ciencias Aplicadas (UPC)",
year = "2020"
}
In our country it is not common to use steel slag as a by-product for the manufacture of concrete, for this reason the objective of this research is to improve the resistance of concrete and the attenuation of the passage of ionizing radiation in the environments where it is made. use of equipment that emits radiation. The shielding of the walls in radiodiagnosis environments is regulated by the International Commission for Radiological Protection (ICRP) and the Peruvian Institute of Nuclear Energy (IPEN). Our research is quasi-experimental, for which steel slag was used as fine and coarse aggregate, we manufacture square blocks of normal concrete and concrete replaced in 30% and 50% of fine and coarse aggregates by steel slag, the dimensions of the blocks were 30cm x30cm x10cm and 30cm x 30cm x5cm, which were subjected to x-ray exposure. The results showed that concrete with 30% slag and 10 cm thick better attenuates the passage of X-rays at a distance of 5 cm from the focus to the concrete block. For the compressive strength tests, cylindrical specimens of 15cm in diameter by 30cm high were made. In the development of the research, a standard concrete of f'c = 280 kg / cm2 was used, achieving at the end a compressive strength of 306.46 kg / cm2 with the concrete replaced at 30% of the fine and coarse aggregates.
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